authorization is strictly forbidden. BURBANK BLVD
Transcript of authorization is strictly forbidden. BURBANK BLVD
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S02
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SIDE YARD REQUIRED SETBACK(MIN. 7'-0")
APARTMENTS:R2 OCCUPANCY - DWELLING UNITSTYPE V-A WOOD CONSTRUCTIONFOUR STORIES
PARKING GARAGE:S-2 OCCUPANCY - PARKINGCONCRETE CONSTRUCTIONONE BASEMENT LEVEL
NFPA 13 SPRINKLER SYSTEM55 DWELLING UNITS
PROJECT BASEPOINT
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NEIGHBORING PROPERTY2-STORY RESIDENTIAL APARTMENT
(NOT INCLUDED)
4' EASEMENT
+/ 4'-0"
EXISTING TREE TO BE REMOVED
NEIGHBORING PROPERTY1-STORY SINGLE FAMILY RESIDENCE
(NOT INCLUDED)
NEIGHBORING PROPERTY2-STORY SINGLE FAMILY RESIDENCE
(NOT INCLUDED)
681.41 LOWEST POINT ON SITE
RESIDENTIAL PARKING ONLY
RESIDENTIAL ENTRY DRIVE
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FIRE DEPARTMENTKNOX BOX
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FIRE ANNUNCIATOR PANEL
PUBLIC FIRE HYDRANT TO BE INSTALLED BY LADWP
BACKFLOW DEVICE FOR IRRIGATION
DFDA
BACKFLOW DEVICE FOR DOMESTIC WATER SERVICE
MECHANICAL SKID
FIRE HYDRANT DISTANCE TO FDC: 34' (<100' MAX.)
HOSE BIB
HOSE BIB
GAS PIPE DEPRESSED SLABSEE
GAS METER
(6) SHORT TERMBICYCLE RACKS
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10'-2 1/2"
+/- 8'-2"
86'-0"
90'-10"
EA
SE
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11'-0"
10/ AD4.2
AUTOMATIC GARAGE DOOR, PROVIDE 20 TRANSPONDERS
AUTOMATIC DOOR PUSH PLATE, SEE
INTERCOM & KEY CARD READER, SEE
G01
G02
G03
19/ AD4.2
19/ AD4.2
ACCESSIBLE ROUTE FROM PUBLIC RIGHT OF WAY TO BUILDING ENTRANCE
BUILDING VEHICULAR PARKING GARAGE ENTRY/EXIT
TPROPOSED TRANSFORMER AND SWITCHGEAR LOCATION.
FHFIRE HYDRANT LOCATION, VERIFY LOCATION WITH CIVIL DRAWINGS
SITE PLAN LEGEND
SETBACK LINE
GAS PIPE CHASE
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
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authorization is strictly forbidden.
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ISSUE DATE
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SCALE
JOB NUMBER
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As indicated
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ARCHITECTURAL SITE PLANN
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CONCRETE CONSTRUCTION OPENINGS
3 HOUR STRUCTURAL FRAME PRIMARY STRUCTURE N/A
NON-BEARING CMU 90 MIN.2 HOUR FIRE BARRIER
7/ AD1.5
7/ AD1.3
NOTE:ALL CMU 8" NOMINAL.SEE EXTERIOR ELEVATIONS & WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION
1 HR FIRE PARTITION CORRIDOR 20 MIN.1 HOUR PARTITION 12/ AD1.3
CONCRETENON-RATED N.R.7/ AD1.3
7/ AD1.5
NON-BEARING CONCRETE 90 MIN.2 HOUR FIRE BARRIER
NON RATED WALLMETAL STUD PARTITION N.R.4/ AD1.3
NON-BEARING METAL STUDS 90 MIN.2 HOUR FIRE BARRIER 8/ AD1.3
7/ AD1.5
11/ AD1.3
1 HR EXTERIOR WALL N/A1 HOUR EXTERIOR WALL 10/ AD1.5
WOOD CONSTRUCTION
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.
OPENINGS
2 HOUR FIRE BARRIER
2x6 WALL NON-RATED SINGLE WALL N.R.
90 MIN.
NOTE:1. SHADED WALLS SHOWN ON SEGMENT PLANS ARE 2x6 CONSTRUCTION AND BLANK WALLS ARE 2x4 CONSTRUCTION U.N.O.
SHAFT TO CORRIODRSHAFT TO UNITSHAFT TO SHAFTUNIT TO UNIT2 HR EXTERIOR WALL
20 MIN.
2x4 WALL NON-RATED SINGLE WALL N.R.
4/ AD1.2
12/ AD1.1
4/ AD1.1
1/ AD1.4
1/ AD1.4
8/ AD1.2
12/ AD1.2
16/ AD1.2
1 HOUR FIRE PARTITION CORRIDOR TO UNITCORRIDOR TO NON-UNIT
1 HOUR FIRE BARRIER MECHANICAL SHAFT
EXTERIOR BEARING WALL PLASTER FINISH N/A
20 MIN.
10/ AD1.4
6/ AD1.4
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.8/ AD1.1
1 HOUR FIRE BARRIER 1 HR EXTERIOR WALL 10/ AD1.4 20 MIN.
DROP CEILING:FINISH HEIGHT AS REFERENCED ON PLAN ABOVE FINISHED FLOOR OR STRUCTURAL SLAB, U.N.O.
CEILING APPLIED TO UNDERSIDE OF FRAMING ABOVE PER FLOOR FRAMING ASSEMBLY OR EXPOSED CONCRETE AT UNDERSIDE OF PODIUM.
SHADED AREA INDICATED DEPRESSED CONCRETE SLAB FOR LANDSCAPE TOPPING WHERE NOTED; CONCRETE SLAB UNDER SIDEWALK, SLOPED TO DRAIN
STEP
HATCHED AREA INDICATES WOOD CONSTRUCTION
AUDIBLE / VISUAL AUGMENTED UNIT
MOBILITY UNIT
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
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This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
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ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
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JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A0.10
OV
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AL
L P
LA
N G
EN
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AL
NO
TE
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2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
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1
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.
4. REFER TO SHEET G.10 FOR PARKING STALL TABULATION.
5. REFER TO TYPICAL PARKING STALL LAYOUT ON SHEET A0.01 FOR PARKING STALL CONFIGURATIONS.
6. REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.
7. REFER TO SHEET A7.40 FOR STOREFRONTS.
8. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.
9. REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.
10. REFER TO STRUCTURAL DRAWINGS FOR:
A. SIZE AND LOCATION OF SHEAR WALLS.
B. SIZE AND LOCATION OF BEARING WALLS.
C. COLUMN AND BEAM SIZES.
D. FLOOR SLAB THICKNESS.
11. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.
12. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.
13. FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.
14. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.
15. ALL GARAGE WALLS TO BE PAINTED PER FINISH SPECIFICATIONS.
16. ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.
17. PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.
18. GARAGE WILL BE FIRE SPRINKLERED THROUGHOUT.
19. PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.
20. ALL MECHANICAL DUCTS AND PLUMBING LINES ARE TO BE RUN TIGHT TO THE UNDERSIDE OF SLAB.
21. ALL GARAGE CEILING CLEARANCES SHALL BE 7’-6” MINIMUM CLEAR FROM ALL FIXTURES, PLUMIBING LINES, OR MECHANICAL DUCTS. ACCESSIBLE ROUTE TO ALL ACCESSIBLE PARKING STALLS SHALL BE 8’-2” MINIMUM CLEAR.
22. SLOPE AT PARKING STALLS TO BE 5% MAXIMUM IN ANY DIRECTION.
23. SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.
24. EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.
25. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
26. DESIGNATED PARKING STALLS TO BE ASSIGNED BY OWNER.
27. REFER TO 6/AD8.1 AND 10/AD8.1 FOR EV PARKING SPACE AND SIGNAGE INFORMATION.
28. REFER TO 4/AD8.1 FOR GARAGE FLOOR FINISH.
29. CCTV VERTICAL CLEARANCE PER CBC 11B-502.5 AND 307.4.
GARAGE FLOOR PLAN NOTES
LEGEND
MINIMUM 8'-2" HEADROOM CLEARANCE FOR DISABLED ACCESS PATH OF TRAVEL. CLEARANCES SHALL BE MEASURED FROM THE LOWEST POINT OF STRUCTURE, MECHANICAL DUCTS, UTILITY PIPING, LIGHTING FIXTURES, ETC. TO THE FINISH FLOOR LEVEL.
DETECTABLE WARNING STRIP, 36" MINIMUM IN DIRECTION OF TRAVEL- 3
6"
WALL ASSEMBLY LEGEND
1. REFER TO SHEET G.30a AND G.30b FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. THE PURPOSE OF THIS PLAN IS TO SHOW THE EXTENT OF THE STRUCTURAL SLAB WITH HORIZONTAL AND VERTICAL CONTROLS. REFER TO FLOOR PLANS FOR TOPPING SLABS.
4. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.
5. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.
6. REFER TO STRUCTURAL DRAWINGS FOR STRUCTURAL SLAB REQUIREMENTS.
7. CONTRACTOR IS RESPONSIBLE FOR ESTABLISHING EXACT TOP OF STRUCTURAL SLAB ELEVATION BASED ON CIVIL DRAWINGS.
8. CONTRACTOR SHALL HAVE ALL SLABS, DEPRESSIONS, AND SLOPES VERIFIED AND CERTIFIED BY A LICENSED SURVEYOR PRIOR TO THE PLACEMENT OF ANY STRUCTURAL CONCRETE.
9. FINISHED AND SUB-SURFACE CONCRETE/PAVING THAT IS EXPOSED TO WEATHER IS TO SLOPE TO DRAIN AWAY FROM PERIMETER WALLS OF BUILDING UNLESS NOTED OTHERWISE.
10. ALL FLAT STRUCTURAL SLABS TO RECEIVE TOPPING SLAB AND SLOPE TO DRAIN PER CIVIL DRAWINGS.
11. SLOPE AT PARKING STALLS TO BE 5% MAXIMUM IN ANY DIRECTION.
12. SLOPE AT ACCESSIBLE ROUTE AND ACCESSIBLE PARKING SHALL NOT EXCEED 2% MAXIMUM IN ANY DIRECTION.
13. EQUIPMENT CONCRETE PAD LOCATIONS AND SIZES TO BE COORDINATED WITH GENERAL CONTRACTOR, SUB-CONTRACTOR, AND LOCAL UTILITY COMPANY.
14. REFER TO CIVIL, LANDSCAPE, MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL PLANS FOR ADDITIONAL INFORMATION ON PENETRATION SIZES AND LOCATIONS.
15. IT IS CONTRACTOR’S RESPONSIBILITY TO ESTABLISH EXACT LOCATIONS OF CURBS, BLOCK-OUTS, AND GENERAL SLAB CONFIGURATION.
16. CONTRACTOR TO VERIFY LOCATION AND SIZE OF ALL WALLS AND SLAB OPENINGS, PENETRATIONS, AND EMBEDMENTS, AS WELL AS COORDINATE WITH EQUIPMENT SPECIFICATIONS WHERE NECESSARY.
17. CONTRACTOR IS TO CONFIRM WITH ALL TRADES THAT ALL WORK, INCLUDING PLACEMENT OF HARDWARE, SLEEVES, UTILITIES, ETC. INTO OR THROUGH STRUCTURAL CONCRETE DECK, IS COMPLETE PRIOR TO POURING CONCRETE.
18. TOP OF CURB ELEVATIONS ARE TO ALIGN WITH FINISH SLAB ELEVATION, UNLESS NOTED OTHERWISE.
19. REFER TO CIVIL AND LANDSCAPE DRAWINGS FOR ENTRY PORCHES, STOOPS, WALKS, DRIVEWAYS, SITE WALLS, SLOPES AND ELEVATIONS, ETC. NOT SHOWN HERE.
20. REFER TO SLAB VARIATION PLANS FOR SLAB ELEVATION AND STEM WALL HEIGHT VARIATIONS PER BUILDING.
21. THE SLAB VARIATIONS PLANS SHOW RELATIVE HEIGHTS OF TOP OF SLABS AT LIVING UNITS. REFER TO CIVIL DRAWINGS FOR TOP OF CURBS AT GARAGE AND GARAGE SLAB ELEVATIONS.
22. NOT ALL DIRECT ACCESS DOORS FROM GARAGE TO LIVING UNITS ARE ACCESSIBLE ROUTES. REFER TO CIVIL PLANS FOR ACCESSIBLE ROUTES FROM UNIT ENTRY DOOR TO GARAGE DOOR. REFER TO CIVIL AND POST-TENSION DESIGN FOR CONCRETE STEPS TO UNITS, IF PROVIDED.
23. PROVIDE MOISTURE BARRIER UNDER ALL SLAB-ON-GRADE IN SENSITIVE AREAS: STORAGE ROOMS, AREAS WITH FINISH MATERIALS, ETC.
24. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
SLAB PLAN NOTES
1. REFER TO SHEET G.30 & G.31 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO MECHANICAL, ELECTRICAL, PLUMBING, FIRE SPRINKLERS, STRUCTURAL, AND INTERIOR DRAWINGS FOR LAYOUTS AND ADDITIONAL INFORMATION FOR LOCATION OF LIGHT FIXTURES, HVAC REGISTERS, AND FIRE SPRINKLER LINES.
4. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.
5. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.
6. PROVIDE ALL NECESSARY CEILING OR WALL ACCES PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.
7. ALL VENT AND CLEANOUT LOCATIONS TO BE APPROVED BY OWNER.
8. LIGHTS TO BE CENTERED IN CEILING AREAS WITHIN ROOMS OR SPACES, UNLESS NOTED OTHERWISE.
9. EXTEND SOFFITS 2” BEYOND FACE OF CABINETS, TYPICAL.
10. BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.11. GROUP R-2 AND R2.1 FIRE ALARM SYSTEMS AND SMOKE ALARM:
(LAFC 907.2.9)D. PROVIDE SINGLE- AND MULTIPLE-STATION SMOKE ALARMS:
I. ON CEILING OR WALL OUTSIDE OF EACH SLEEPING AREAS.
II. IN EACH ROOM USED FOR SLEEPING PURPOSES.III. IN EACH STORY WITHIN A DWELLING UNIT.
12. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
CEILING PLAN GENERAL NOTES
CEILING PLAN LEGEND
ALL FIXTURES SPECIFIED BY OWNER.
FLOOR PLAN NOTES
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO SHEET G.10 FOR SANITARY FIXTURE CALCULATIONS.
4. REFER TO SHEETS AS.10 AND AS.20 FOR DOOR AND WINDOW SCHEDULES.
5. REFER TO SHEET A7.40 FOR STOREFRONTS.
6. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.
7. REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.
8. THESE PLANS SHOW UNIQUE INFORMATION AND UNIT-TO-UNIT RELATIONSHIPS ONLY. REFER TO ENLARGED UNIT PLANS ON A4 SERIES SHEETS FOR INFORMATION NOT SHOWN.
9. REFER TO STRUCTURAL DRAWINGS FOR:A. SIZE AND LOCATION OF FRAMING AND SHEATHING.B. SPECIAL NAILING AND BLOCKING REQUIREMENTS.
10. REFER TO CIVIL DRAWINGS FOR BUILDING LOCATION ON SITE AND PRECISE GRADING PLANS.
11. INTERIOR FINISHES SHALL COMPLY WITH CBC CHAPTER 8 FOR FLAME SPREAD PROVISIONS.
12. ALL STAIR, ELEVATOR, TRASH, CHUTE, AND VENTILATION SHAFTS TO BE 2-HOUR FIRE-RATED BARRIERS. REFER TO SHEET A5.00.
13. PROVIDE ALL NECESSARY CEILING OR WALL ACCESS PANELS AS REQUIRED FOR AIR CONDITIONING, PLUMBING, FIRE SPRINKLER, AND ELECTRICAL SYSTEMS. IN FIRE-RATED ASSEMBLIES PROVIDE RATED ACCESS PANELS WITH SELF-CLOSING DEVICES.
14. PROVIDE FIRE BLOCKING IN STUD WALL CONCEALED SPACES, INCLUDING FURRED SPACES, AT BOTH VERTICAL AND HORIZONTAL 10 FOOT INTERVALS.
15. BUILDING WILL BE FIRE SPRINKLERED THROUGHOUT.
16. PROVIDE EXIT SIGNS CONNECTED TO A SOURCE OF EMERGENCY BACKUP POWER.
17. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
18. PROVIDE ADEQUATE LIGHTING TO ENSURE SAFE ACCESS TO BICYCLE PARKING FACILITIES IN ACCORDANCE WITH SECTION 12.21A.5(k).
19. NEWLY MECHANICALLY VENTILATED BUILDINGS SHALL PROVIDED REGULARLY OCCUPIED AREAS OF THE BILDINGS WITH A MERV 13 FILTER FOR OUTSIDE AND RETURN AREA. FILTER SHALL BE INSTALLED PRIOR TO OCCUPANCY AND RECOMMENDATIONS FOR MAINTENANCE WITH FILTERS OF HE SAME VALUE SHALL BE INCLUDED IN THE OPERATIUONS AND MAINTENANCE MANUAL.
20. PROVIDE HIGH SPEED INTERNET OR WIRELESS "WIFI" SERVICE CONNECTION TO EACH UNIT BY WIRELESS ACCESS POINT. SERVICE WILL BE AVAILABLE BY THE PLACED IN SERVICE DATE. HIGH SPEED INTERNET SERVICE, WITH A MINIMUM AVERAGE DOWNLOAD SPEED OF 768 KILOBITS/SECOND MUST BE MADE AVAILABLE TO EACH UNIT FOR A MINIMUM OF 15 YEARS, FREE OF CHARGE TO THE TENANTS, AND AVAILABLE AT THE TIME OF THE PROJECT'S PLACED-IN-SERVICE DATE.
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. ALL DIMENSIONS ARE TO FACE OF MASONRY, CONCRETE, AND STUD, OR CENTERLINE OF COLUMN.
4. REFER TO ENLARGED PLANS FOR INFORMATION NOT SHOWN.
5. MAJOR ROOF SLOPES ARE 3/8” PER FOOT TO PROVIDE MINIMUM 1/4” PER FOOT SLOPE ALONG DRAINAGE FLOW LINES.
6. ROOF SPOT ELEVATIONS ARE TO TOP OF ROOF SHEATHING, UNLESS NOTED OTHERWISE.
7. ROOF ELEVATION DATUM SET AT 0.00’ AT 7TH FLOOR TOP PLATE.
8. REFER TO STRUCTURAL DRAWINGS FOR:
A. SIZE AND LOCATION OF FRAMING AND SHEATHING.B. SPECIAL NAILING AND BLOCKING REQUIREMENTS.
9. ROOFING TO BE MINIMUM CLASS “A” 1-HOUR FIRE-RATED ASSEMBLY.
10. POWER TOOLS USED TO CUT THE REQUIRED OPENINGS IN THE ROOF SHEATHING SHALL BE CAREFULLY SET TO THE APPROPRIATE DEPTH TO AVOID CUTTING INTO ANY STRUCTURAL MEMBERS OF THE ROOF ASSEMBLY.
11. PRIME ALL GALVANIZED SURFACE AREAS THAT ARE TO BE PAINTED. ALL EXPOSED ROOF FLASHING AND PLUMBING VENTS SHALL BE PAINTED TO MATCH ADJACENT SURFACE.
12. PROVIDE SPLASH BLOCK AT ALL DOWNSPOUT LOCATIONS. PROVIDE SPLASH BLOCK OR GRAVEL BED WITHIN LANDSCAPE AREAS, REFER TO LANDSCAPE DRAWINGS.
13. PER CALIFORNIA PLUMBING CODE, ROOF VENTS SHALL NOT BE PLACED WITHIN 10’-0” FROM, OR LESS THAN 3’-0” ABOVE, AIR INTAKES OR VENT SHAFTS.
14. GUARDS SHALL BE PROVIDED WHERE MECHANICAL EQUIPMENT IS LOCATED WITHIN 10’-0” FROM THE ROOF EDGE OR OPEN SIDE OF A WALKING SURFACE, AND SUCH EDGE OR OPEN SIDE IS MORE THAN 30” ABOVE ROOF, FLOOR, OR GRADE BELOW. THE GUARD SHALL BE CONSTRUCTED TO PREVENT THE PASSAGE OF A 21” DIAMETER SPHERE.
15. FAÇADE ACCESS PLAN (OPOS) SHALL BE PROVIDED BY OWNER TO COMPLY WITH OSHA REGULATIONS. THE OWNER SHALL COORDINATE AND NOTIFY THE PROJECT TEAM IF FAÇADE ACCESS REQUIREMENTS NEED TO BE SHOWN IN THESE CONSTRUCTION DOCUMENTS.
16. ANY CONTRACTOR INSTALLING FUTURE EQUIPMENT ON ROOF, INCLUDING SOLAR PANELS, RETAIL EQUIPMENT, SATELLITE DISH, ETC. SHALL RETAIN STRUCTURAL, MECHANICAL, ELECTRICAL, PLUMBING, ACOUSTICAL, AND WATERPROOFING CONSULTANT SERVICES AND OBTAIN APPROVAL FROM BUILDING OWNER AND LOCAL AUTHORITY HAVING JURISDICTION PRIOR TO INSTALLATION.
17. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
18. REFER TO SHEETS AD6.1, AD6.2, AND AD6.3 FOR TYPICAL ROOF DETAILS.
HOOD FOR LINE SETS
ROOF VENTILATOR
WALKWAY PADS
H
ROOF PLAN NOTES
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54" x 60"
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48" x 48"
48" x 48"
48" x 48"
48" x 36"
48" x 48"
48" x 36"
1
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1A2.11
2A2.10
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3
3
5
5
4
4
6
6
7
7
9
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MAINTENANCEWORKSHOP
B003
MECH. FANROOM
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TRASH /RECYCLING
4'-8" 8'-10" 14'-0" 6'-0" 17'-5" 6'-9" 23'-3" 9'-4" 6'-0"
18'-1"
26'-9 1
/2"
12'-1 1
/2"
19'-6"
19'-4"
23'-7"
115'-11"
(BU
ILD
ING
)
1
A3.10
2
A3.10
A.7A.7
SB01
STAIR 1
SB02
STAIR 2
B001
B003
B004
S03
BASEMENTPARKING
EB01
ELEV
2
A5.10
2
A5.11
1
A5.12
℄1'-3"
3'-0"
670.85'
25
25
B001A
(EATD)210' < 400'
(CPET)89' < 100'
10'-0"
37'-8"
37'-8"
R 2
0' -
0"
10"
1'-1"
10"
10"
10"
10"
668.18'
668.18'
B005
MPOE
B005
SB01
SB01A
EV READYSTALL
EV READYSTALL
EV READYSTALL
EV READYSTALL
(EATD)29' < 400'
(CPET)80' < 100'
4'-0"
10'-0"
37'-8"
37'-8"
10'-0"
10'-0"
R 2
0' - 0
"
25'-4"
℄
5'-10"
10"
10"
10"
11 1
/2"
1'-0 1
/2"
11"
1'-0"1'-0"1'-6" 2'-0"
10"
10"
25'-4"
℄
1'-7"
14'-7"
4 1
/2"
14'-11 1
/2"
11'-5 1
/2"
15'-11"
3'-6"
14'-7"
9"
9'-3 1
/2" 5'-4"
TRENCH DRAIN13/AD8.1
1'-7 1
/2"
5 1
/2"
7'-7 1
/2"
18'-0"
5'-0"
6'-11"
℄4'-3"
PERIMETER BELOWGRADE WATERPROOFING
AREA OF REFUGE(1) 30x48 SPACE
AREA OF REFUGE(1) 30x48 SPACE
℄℄
4'-4 1
/2"
12'-0"
5"
5'-0"
668.18'
B002
SB02
E01B
EVCS
PERIMETER BELOWGRADE WATERPROOFING
PERIMETER BELOWGRADE WATERPROOFING
PERIMETER BELOWGRADE WATERPROOFING
BOLLARDS;SEE DETAIL 5/ AD8.1
6/ AD4.0
/6 AD4.0
/6 AD4.0
/6 AD4.0
EVCS
MIN. 8'-2" CLR.
MIN. 7'-0" CLR.
(6) LONG TERM BICYCLE LOCKERSAMERICAN BICYCLE SECURITY COMPANY, PRODUCT: BIKE-SHELL MODEL 351 OR APPROVED EQUAL
EA
SE
ME
NT
4'-0".
7"
TY
P. S
TA
LL W
IDT
H
9'-0"
TYP. STALL LENGTH
18'-0"
MECH. VENTILATION SHAFT
2'-6"
6'-0"
2'-6"
6'-5"
E01Ba
CO
CO
CO CO
CO
CONDUIT DUCT BANK ABOVE.CL'G HT 5'-0" CLR.
UNDERGROUND CISTERN, SEE CIVIL PLANS.
B004A
CONCRETE CONSTRUCTION OPENINGS
3 HOUR STRUCTURAL FRAME PRIMARY STRUCTURE N/A
NON-BEARING CMU 90 MIN.2 HOUR FIRE BARRIER
7/ AD1.5
7/ AD1.3
NOTE:ALL CMU 8" NOMINAL.SEE EXTERIOR ELEVATIONS & WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION
1 HR FIRE PARTITION CORRIDOR 20 MIN.1 HOUR PARTITION 12/ AD1.3
CONCRETENON-RATED N.R.7/ AD1.3
7/ AD1.5
NON-BEARING CONCRETE 90 MIN.2 HOUR FIRE BARRIER
NON RATED WALLMETAL STUD PARTITION N.R.4/ AD1.3
NON-BEARING METAL STUDS 90 MIN.2 HOUR FIRE BARRIER 8/ AD1.3
7/ AD1.5
11/ AD1.3
1 HR EXTERIOR WALL N/A1 HOUR EXTERIOR WALL 10/ AD1.5
*PARKING TO BE ASSIGNED BY OWNER
ASSIGNED PARKING
UNASSIGNED PARKING
GUEST PARKING
17
0
N/A
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A0.11
BA
SE
ME
NT
LE
VE
L F
LO
OR
PL
AN
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1/8" = 1'-0"1
BASEMENT FLOOR PLANN
PARKING GARAGE (S-2 OCC.)
OCCUPANCY LOAD FACTOR 1/200ACCESSORY OCCUPANCY LOAD FACTOR 1/300PER CBC TABLE 1004.5
8437 / 200 = 43 OCCUPANTS1828 / 300 = 7 OCCUPANTSTOTAL = 50 OCCUPANTS
2 EXITS REQUIRED2 EXITS PROVIDED
44" STAIR WIDTH PROVIDED AT EA. EXIT STAIRWAY34" CLEAR DOOR PROVIDED AT EA. EXIT STAIRWAY
STAIR 125 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 25 = 5.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 25 = 7.5"PROVIDED STAIR WIDTH: 44"
STAIR 225 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 25 = 5.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 25 = 7.5"PROVIDED STAIR WIDTH: 44"
WALL ASSEMBLY LEGEND
FOR GENERAL NOTES, LEGEND, AND
OTHER TYPICAL INFORMATION, REFER TO SHEET A0.10
PARKING SUMMARY
TYPE COUNT SYMBOL
BASEMENT
EV READY 4 S
EV STANDARD 2 EV
EV VAN ACCESSIBLE 1 EV VAN
STANDARD 10 S
17
TOTAL PRIME STALLS 17
NOTE:RESIDENT PRIME = DIRECT ENTRY / NON-TANDEM
1. THE ELECTRICAL SYSTEM SHALL HAVE SUFFICIENT CAPACITY TO SIMULTANEOUSLY CHARGE ALL DESIGNATED EV SPACES AT FULL RATED AMPERAGE OF THE EVSE. PLAN DESIGN SHALLBE BASED UPON 40AMPERE MINIMUM BRANCH CIRCUIT. A SEPARATE ELECTRICAL PERMIT IS REQUIRED.
2. THE SERVICE PANEL OR SUBPANEL CIRCUIOT DIRECTORY SHALLIDENTIFY THEW OVERCURRENT PROTECTIVE DEIVCE SPACE(S)RESERVED FOR FUTURE EV CHARGING PURPOSES AS EV CAPABLEIN ACCORDANCE WITH LOS ANGELES ELECTRICAL CODE(4.106.4.2, 4.106.4.3)
3. ALL DOWNSPOUTS TO DRAIN TO UNDERGROUND CISTERN. SEE CIVIL PLAN SHEETC4.0.
NOTES
LONG TERM BICYCLE LOCKERS:AMERICAN BICYCLE SECURITY COMPANY, PRODUCT: BIKE-SHELL MODEL 351
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
REF.DW P
MW
UP
UP
UP
T R
FD
FD
F.E.
RE
F.
MP
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
MP
RE
F.
EP
MP
RE
F.
EP
REF.
EP
MP
W D
F.E
.
DW
SLO
PE
10%
MA
X.
SLO
PE
20%
MA
X.
54" x 60"
UP
UP
UP
SLO
PE
10%
MA
X.
SLO
PE
20%
MA
X.
1
1
AA
1A2.11
2A2.10
2A2.11
1A2.10
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
TRANSFORMERPAD
C101
LOBBY /MAIL
C102
MANAGER'SOFFICE
C105
LOUNGE2
C104
LOUNGE1
C103
OFFICE
C110
STORAGE
112
A1
113
S1b
114
S1.1115
S1116
S1.1117
S1118
S1.1b
8'-10 1/4" 19'-0"
℄℄℄
12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"
59'-8 1
/2"
29'-11"
10 1
/2"
90'-6"
(BU
ILD
ING
)
20'-0"
89.9
90°
90.018°89
.984
°
90.009°
90'-6"
(BU
ILD
ING
)
1
A3.10
2
A3.10
A.7A.7
F.2F.2
C106
STORAGE
S021
S021A
C109
COMMUNITYROOM
S02
STAIR 2
S01
STAIR 1
S011
C110
C106
C102A
C113
C112
1
A6.12
1
A6.11
1
A6.10
3
A5.11
3
A5.10
2
A5.12
C112
DRIVEWAY
C113
CORR.
39
49
50
42
(EATD)123' < 250'
(CPET)58' < 125'
C111
TRASH /RECYCLING
E01
ELEV
C111A
C107
UNISEXRR
C108
UNISEXRR
C107
C108
C111B
C111
C114
UTIL.C114
HOSE PULL DISTANCE94' < 150'
8'-4"
85'-6 1/2"
16
C101
C113A
8
AD1.2
4
AD1.1
8
AD1.1
12
AD1.3
12
AD1.3
7
AD1.5
TYP.
ALL CONC. WALL TO APPLY GYP. BOARD 2x FURRING WALL; SEE DETAIL 2/ AD1.4
LINE OF SOFFIT ABOVE;SEE RCP FOR MORE INFO.
ALIG
N F
INIS
H
8"
ALL CONC. COLUMN TO APPLY GYP. BOARD W/ FURRING CHANNELS; SEE DETAIL 7/ AD1.5
8"
7'-5 1
/2"
20'-1"
12'-4"
19'-9"
5'-3 1
/2"
24'-11"
C104
C105
11
AD1.5
C103
C102
C109
C109A
C109B
12
AD1.1
8
AD8.1
ROLL-UPSECURITY GATE;SEE DETAIL9/ AD8.1
9
AD1.5
MAIL ROOM
E011
E011a
20'-0"
42
41
4
AD1.5
1
1
AA
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
1
A3.10
2
A3.10
A.7A.7
F.2F.2
TRANSFORMERPAD
C101
LOBBY /MAIL
C102
MANAGER'SOFFICE
C105
LOUNGE2
C104
LOUNGE1 C103
OFFICE
C110
STORAGE
C109
COMMUNITYROOM
112
A1
113
S1b114
S1.1115
S1116
S1.1117
S1
118
S1.1b
8'-10 1/4" 19'-0"
77'-2 1/2" 8'-5 3/4"
29'-10"
59'-9 1
/2"
24'-11"
25'-0 1
/2"
11'-10"
21'-0 1
/2" 1
2'-0"
2'-9"
2'-5 3
/4"
4'-1 1/4"3'-9 1/4"
3'-9 1/4" 4'-0"
S02
STAIR 2
S01
STAIR 1C106
STORAGE
7'-10 1
/2"
6'-8 1/2"
8'-8"
7'-9"
3'-8 1
/2"
7'-1 1/4"
14'-9"
14'-1"
4'-0"
26'-2 1
/2"
7"
12'-1 1
/2"
19'-6"
19'-4"
8'-9"
14'-10"
4'-8" 8'-10" 14'-0" 6'-0" 17'-5" 6'-9" 23'-3" 9'-4" 6'-0"
34'-11 3
/8"
8"
2'-11 1/4"
3'-8"
2'-8"
11 1/4"
10 1
/2"
681.85'681.27'
681.85'
681.27'
681.85'
681.05'
673.01'
681.85'
681.27' S.S.
16
AD4.1
4
AD4.1
3
AD4.1
3
AD4.1
11
AD4.1
3
AD4.1
19
AD4.1
REFER TO SHEET A0.10 FOR SLAB PLAN LEGEND
681.27'
10
AD4.2
DEPRESSED SLAB ELEVATION FOR GAS VAULT AT 678.77'
16
AD4.2
1'-10"
1'-9"
CONCRETE CONSTRUCTION OPENINGS
3 HOUR STRUCTURAL FRAME PRIMARY STRUCTURE N/A
NON-BEARING CMU 90 MIN.2 HOUR FIRE BARRIER
7/ AD1.5
7/ AD1.3
NOTE:ALL CMU 8" NOMINAL.SEE EXTERIOR ELEVATIONS & WALL SECTIONS FOR EXTERIOR WALL CONSTRUCTION
1 HR FIRE PARTITION CORRIDOR 20 MIN.1 HOUR PARTITION 12/ AD1.3
CONCRETENON-RATED N.R.7/ AD1.3
7/ AD1.5
NON-BEARING CONCRETE 90 MIN.2 HOUR FIRE BARRIER
NON RATED WALLMETAL STUD PARTITION N.R.4/ AD1.3
NON-BEARING METAL STUDS 90 MIN.2 HOUR FIRE BARRIER 8/ AD1.3
7/ AD1.5
11/ AD1.3
1 HR EXTERIOR WALL N/A1 HOUR EXTERIOR WALL 10/ AD1.5
WOOD CONSTRUCTION
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.
OPENINGS
2 HOUR FIRE BARRIER
2x6 WALL NON-RATED SINGLE WALL N.R.
90 MIN.
NOTE:1. SHADED WALLS SHOWN ON SEGMENT PLANS ARE 2x6 CONSTRUCTION AND BLANK WALLS ARE 2x4 CONSTRUCTION U.N.O.
SHAFT TO CORRIODRSHAFT TO UNITSHAFT TO SHAFTUNIT TO UNIT2 HR EXTERIOR WALL
20 MIN.
2x4 WALL NON-RATED SINGLE WALL N.R.
4/ AD1.2
12/ AD1.1
4/ AD1.1
1/ AD1.4
1/ AD1.4
8/ AD1.2
12/ AD1.2
16/ AD1.2
1 HOUR FIRE PARTITION CORRIDOR TO UNITCORRIDOR TO NON-UNIT
1 HOUR FIRE BARRIER MECHANICAL SHAFT
EXTERIOR BEARING WALL PLASTER FINISH N/A
20 MIN.
10/ AD1.4
6/ AD1.4
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.8/ AD1.1
1 HOUR FIRE BARRIER 1 HR EXTERIOR WALL 10/ AD1.4 20 MIN.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A0.12
1S
T S
TO
RY
SLA
B &
FLO
OR
PL
AN
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1/8" = 1'-0"2
1ST STORY FLOOR PLAN1/8" = 1'-0"
11ST STORY SLAB PLAN
N N
STAIR 1B1 + L2 = 39 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 39 = 7.8"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 39 = 11.7"PROVIDED STAIR WIDTH: 44"
STAIR 2B1 + L2 = 40 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 40 = 8.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 40 = 12.0"PROVIDED STAIR WIDTH: 44"
RESIDENTIAL SERVICES / LOBBY / MAIL ROOM / UNISEX BATHROOM (B OCC.)
PER CBC TABLE 1004.5OCCUPANCY LOAD FACTOR 1/150OFFICE: 455/150 = 3.03MEETING ROOMS: 185/15= 12.33STORAGE: 32/300= 0.11TOTAL = 16 OCCUPANTS
LOBBY/MAIL, RESTROOMS: (625+83+73)/150 = 5.21STORAGE: 29/300= 0.10TOTAL = 6 OCCUPANTS
TOTAL = 22 OCCUPANTS
1 EXIT REQUIRED2 EXITS PROVIDED
DOOR36 + 6 = 42 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 42 = 8.4"PROVIDED DOOR WIDTH: 72"
DOOR35 + 7 = 42 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 42 = 8.4"PROVIDED DOOR WIDTH: 36"
DOOR50 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 50 = 10"PROVIDED DOOR WIDTH: 72"
COMMUNITY ROOM (A OCC.)
OCCUPANCY LOAD FACTOR 1/15PER CBC TABLE 1004.5COMMUNITY ROOM: 1475 / 15 = 98.33STORAGE: 83 / 300 = 0.28TOTAL = 99 OCCUPANTS
2 EXITS REQUIRED3 EXITS PROVIDED
1ST STORY RESIDENTIAL (R-2 OCC.)
OCCUPANCY LOAD FACTOR 1/200PER CBC TABLE 1004.52518 / 200 = 13 OCCUPANTS
1 EXIT REQUIRED2 EXITS PROVIDED
WALL ASSEMBLY LEGEND
FOR GENERAL NOTES, LEGEND, AND
OTHER TYPICAL INFORMATION, REFER TO SHEET A0.10
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
UP
T R
D D
WW
RE
F.
MP
EP
RE
F.
MP
EP
REF.P
REF.P
UP
F.E
.
RE
F.
MP
MP
RE
F.
RE
F.
MP
MP
RE
F.
MP
RE
F.
EP
EP
EP
EP
EP
RE
F.
MP
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
MP
EP
MP
EP
54"
x 60"
UP
UP
1
1
AA
1A2.11
2A2.10
2A2.11
1A2.10
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
210
S1b211
S1.1212
S1213
S1.1214
S1
215
S1.1b
216
A2
209
S2
201
S1a202
S1.1(R)203
S1(R)204
S1.1(R)205
S1(R)
206
S1.1a
207
A2
C205
LAUND.
208
S2a
90'-6"
85'-6 1/2"
85'-6 1/2"
90'-6"
1
A3.10
2
A3.10
A.7A.7
F.2F.2
C201
STORAGE
C207
JANITOR'SCLOSET
E01
ELEV
S01
STAIR 1
S02
STAIR 2
C202
UTIL.
4
A5.10
4
A5.11
3
A5.12 15
14
(EATD)105' < 250'
(CPET)75' < 125'
(EATD)106' < 250'
(CPET)66' < 125'
C203
MAINT.
C206
IDF /CLOSET
C204
T/R
DEAD END CORRIDOR (<50' MAX.)
41'-11 1/4"
S012
C201
C207
S022
C204
C200
C206
C205
C205A
E012
C202C203
C204A C204B
C200
CORR.
ALIGN FINISH AT CORRIDOR, SEE DETAIL FOR
STUD LOCATIONS13/ AD1.4
ALIGN FINISH AT CORRIDOR, SEE DETAIL FORSTUD LOCATIONS
13/ AD1.4
14
AD1.4
4
AD1.1
12
AD1.1
8
AD1.2
8
AD1.2
3
AD1.4
12
AD1.2
4
AD1.2
16
AD1.2
3'-5"
4
AD1.2
1'-0"
7'-1 1
/2"
17'-4"
5'-9"
14'-6"
1"
14'-6"
5'-3 1
/2"
24'-11"
1'-0"
30'-2 1
/2"
14'-6"
1"
14'-6"
5'-9"
20'-2 1
/4"
3'-4 3
/4"
10 1
/2"
SIM.
℄℄℄
12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2" 8'-4"
℄℄℄8'-4" 12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"
12
AD1.4
8
AD1.1
4
AD4.3
F1
F1
E012a
+/- 9'-2"
+/- 8'-0"
+/- 10'-6"
+/- 10'-2"
1
1
AA
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
1
A3.10
2
A3.10
A.7A.7
F.2F.2
216
A2209
S2
201
S1a202
S1.1(R)203
S1(R)204
S1.1(R)205
S1(R)206
S1.1a
207
A2
C205
LAUND.
208
S2a
WOOD CONSTRUCTION
8'-4" 0" 77'-2 1/2"
4'-11 1
/2"
6'-8"
5'-6 1
/2"
14'-11"
19'-5 1
/2"
1'-1"
34'-4 1
/2"
24'-11"
11'-1"
C204
T/R C202
UTIL.
S01
STAIR 18'-4"
7'-9"
3'-8 1
/2"
8'-10 1
/2"
7'-3"
81'-10"
C203
MAINT.
C206
IDF /CLOSET
1 3/4"
11"
REFER TO SHEET A0.10 FOR SLAB PLAN LEGEND
1'-10"
1'-9 1
/2"
1'-10" 1'-9 1
/2"
WOOD CONSTRUCTION
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.
OPENINGS
2 HOUR FIRE BARRIER
2x6 WALL NON-RATED SINGLE WALL N.R.
90 MIN.
NOTE:1. SHADED WALLS SHOWN ON SEGMENT PLANS ARE 2x6 CONSTRUCTION AND BLANK WALLS ARE 2x4 CONSTRUCTION U.N.O.
SHAFT TO CORRIODRSHAFT TO UNITSHAFT TO SHAFTUNIT TO UNIT2 HR EXTERIOR WALL
20 MIN.
2x4 WALL NON-RATED SINGLE WALL N.R.
4/ AD1.2
12/ AD1.1
4/ AD1.1
1/ AD1.4
1/ AD1.4
8/ AD1.2
12/ AD1.2
16/ AD1.2
1 HOUR FIRE PARTITION CORRIDOR TO UNITCORRIDOR TO NON-UNIT
1 HOUR FIRE BARRIER MECHANICAL SHAFT
EXTERIOR BEARING WALL PLASTER FINISH N/A
20 MIN.
10/ AD1.4
6/ AD1.4
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.8/ AD1.1
1 HOUR FIRE BARRIER 1 HR EXTERIOR WALL 10/ AD1.4 20 MIN.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A0.13
2N
D S
TO
RY
SLA
B &
FL
OO
RP
LA
N
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1/8" = 1'-0"2
2ND STORY FLOOR PLAN1/8" = 1'-0"
12ND STORY SLAB PLAN
2ND STORY - 4TH STORY RESIDENTIAL (R-2 OCC.)
OCCUPANCY LOAD FACTOR 1/200ACCESSORY OCCUPANCY LOAD FACTOR 1/300PER CBC TABLE 1004.5
5520 / 200 = 28 OCCUPANTS182 / 300 = 1 OCCUPANTTOTAL = 29 OCCUPANTS
2 EXITS REQUIRED3 EXITS PROVIDED (2 STAIRS + HORIZONTAL)
44" STAIR WIDTH PROVIDED AT EA. EXIT STAIRWAY34" CLEAR DOOR PROVIDED AT EA. EXIT STAIRWAY
N N
STAIR 114 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 13 = 2.6"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 13 = 3.9"PROVIDED STAIR WIDTH: 44"
STAIR 215 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 15 = 3.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 15 = 4.5"PROVIDED STAIR WIDTH: 44"
WALL ASSEMBLY LEGEND
FOR GENERAL NOTES, LEGEND, AND
OTHER TYPICAL INFORMATION, REFER TO SHEET A0.10
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
UP
T R
RE
F.
MP
EP
RE
F.
MP
EP
UP
REF.P
REF.P
F.E
.
RE
F.
MP
MP
RE
F.
RE
F.
MP
MP
RE
F.
MP
RE
F.
EP
EP
EP
EP
EP
RE
F.
MP
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
D D
WW
MP
EP
MP
EP
UP
T R
UP
RE
F.
MP
EP
RE
F.
MP
EP
REF.P
REF.P
UPUP
F.E
.
MP
EP
RE
F.
MP
MP
RE
F.
RE
F.
MP
MP
RE
F.
MP
RE
F.
EP
EP
EP
EP
EP
RE
F.
MP
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
MP
RE
F.
EP
RE
F.
MP
EP
MP
RE
F.
EP
D D
WW
MP
EP
1
1
AA
1A2.11
2A2.10
2A2.11
1A2.10
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
401
S1a402
S1.1(R)403
S1(R)404
S1.1(R)405
S1(R)406
S1.1a
410
S1b411
S1.1412
S1413
S1.1414
S1415
S1.1b
416
A2
409
S2
407
A2408
S2a
1'-0"
7'-1 1
/2"
17'-4"
5'-9"
14'-6"
1"
19'-9 1
/2"
24'-11"
90'-6"
85'-6 1/2"
1'-0"
24'-11"
5'-3 1
/2"
4'-3 1
/4"
90'-6"
85'-6 1/2"
1
A3.10
2
A3.10
A.7A.7
F.2F.2
C401
STORAGE
C407
JANITOR'SCLOSET
S01
STAIR 1
S02
STAIR 2
S014
C401
C407
S024
5
A5.11
5
A5.10
3
A5.12
C404
E01
ELEV.
C402
UTIL.C403
MAINT.
C405
LAUN.
C400
C406
C405
C405A
E014
C402C403
C404A C404B
C404
T/R
SIMC400
CORR.C406
IDF /CLOSET
14'-7 1
/8"
1"
14'-6"
5'-9"
20'-2 1
/4"
℄℄℄
12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2" 8'-4"
℄℄℄8'-4" 12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"
REFER TO 2/ A0.13 FORTYP. INFO NOT SHOWN
(EATD)105' < 250'
(CPET)75' < 125'
(EATD)106' < 250'
(CPET)66' < 125'
C3
C3
E014a
1
1
AA
1A2.11
2A2.10
2A2.11
1A2.10
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
301
S1a302
S1.1(R)303
S1(R)304
S1.1(R)305
S1(R)306
S1.1a
310
S1b311
S1.1312
S1313
S1.1314
S1315
S1.1b
316
A2309
S2
307
A2
C305
LAUN.
308
S2a
90'-6"
85'-6 1/2"
1'-0"
24'-11"
5'-3 1
/2"
4'-3 1
/4"
90'-6"
85'-6 1/2"
1
A3.10
2
A3.10
A.7A.7
F.2F.2
C307
JANITOR'SCLOSET
S01
STAIR 1
S02
STAIR 2
C302
UTIL.
S013
C301
C307
S023
4
A5.11
4
A5.10
3
A5.12
C304
E01
ELEV.
C300
C303
MAINT.
C306
IDF /CLOSET
C304
T/R
C306
C305
C305A
E013
C302C303
C304A C304B
SIMC300
CORR.
℄℄℄
12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2" 8'-4"
C301
STORAGE
℄℄℄8'-4" 12'-3" 13'-6 1/2" 1" 12'-0" 13'-6 1/2" 1" 12'-0" 13'-8 1/2"
5"
1'-0"
7'-1 1
/2"
17'-4"
5'-9"
14'-6"
1"
14'-6"
5'-3 1
/2"
24'-11"
14'-7 1
/8"
1"
14'-6"
5'-9"
20'-2 1
/4"
9
AD4.4
REFER TO 2/ A0.13 FORTYP. INFO NOT SHOWN
(EATD)105' < 250'
(CPET)75' < 125'
(EATD)106' < 250'
(CPET)66' < 125'
F1
F1
E013a
WOOD CONSTRUCTION
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.
OPENINGS
2 HOUR FIRE BARRIER
2x6 WALL NON-RATED SINGLE WALL N.R.
90 MIN.
NOTE:1. SHADED WALLS SHOWN ON SEGMENT PLANS ARE 2x6 CONSTRUCTION AND BLANK WALLS ARE 2x4 CONSTRUCTION U.N.O.
SHAFT TO CORRIODRSHAFT TO UNITSHAFT TO SHAFTUNIT TO UNIT2 HR EXTERIOR WALL
20 MIN.
2x4 WALL NON-RATED SINGLE WALL N.R.
4/ AD1.2
12/ AD1.1
4/ AD1.1
1/ AD1.4
1/ AD1.4
8/ AD1.2
12/ AD1.2
16/ AD1.2
1 HOUR FIRE PARTITION CORRIDOR TO UNITCORRIDOR TO NON-UNIT
1 HOUR FIRE BARRIER MECHANICAL SHAFT
EXTERIOR BEARING WALL PLASTER FINISH N/A
20 MIN.
10/ AD1.4
6/ AD1.4
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.8/ AD1.1
1 HOUR FIRE BARRIER 1 HR EXTERIOR WALL 10/ AD1.4 20 MIN.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A0.14
3R
D &
4T
H S
TO
RY
FL
OO
RP
LA
N
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1/8" = 1'-0"2
4TH STORY FLOOR PLAN1/8" = 1'-0"
13RD STORY FLOOR PLAN
N N
STAIR 114 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 14 = 2.8"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 14 = 4.2"PROVIDED STAIR WIDTH: 44"
STAIR 215 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 15 = 3.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 15 = 4.5"PROVIDED STAIR WIDTH: 44"
STAIR 114 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 14 = 2.8"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 14 = 4.2"PROVIDED STAIR WIDTH: 44"
STAIR 215 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 15 = 3.0"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 15 = 4.5"PROVIDED STAIR WIDTH: 44"
WALL ASSEMBLY LEGEND
FOR GENERAL NOTES, LEGEND, AND
OTHER TYPICAL INFORMATION, REFER TO SHEET A0.10
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
DN
T R
DS
DS
DS
DN
30"
x 48"
30"
x 48"
1
1
AA
1A2.11
2A2.11
1A2.10
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
9'-4 1/4" 76'-3"
8'-1 1
/2"
17'-4"
5'-9"
34'-4 1
/2"
24'-11"
77'-2 1/2" 8'-4"
85'-6 1/2"
20'-0 3
/4"
5'-10 1
/2"
34'-5 1
/2"
24'-10"
1'-0"
85'-7 1/4"
90'-6"
1
A3.10
2
A3.10
A.7A.7
F.2F.2
E01
ELEV
SR01
STAIR 1
SR02
STAIR 2
SR01
SR02
6
A5.11
4
A5.12
6
A5.10
3
3
R001
CTRL.ROOMR001
2.3
6%
2.2
5%
4.71%
4.74%
6.35%
2.8
2%
5.35%
1.9
5%
7.20%
2.0
5%
3.51%
2.6
3%
1.7
6%
9.59% 10.85%
2.1
2%
4.3
1%
5.44%
3.91%
3.1
6%
3.1
6%
6.53%
4.3
1%
2.37%
11
.23
%
15.78%
13
.41
%
12.25%
24.0" T.O.W.
8.0"
24.0" T.O.W.
24.0" T.O.W.24.0" T.O.W.
24.0" T.O.W.
8.0" 8.0"
7.3"
8.0"
8.0" 8.0"
1.0"
1.0"1.0"
1.0"
8.0" 8.0"
1.0"
1.0" 1.0"
TRASH CHUTE SHAFT
SOLAR HOT WATER PANELS
ER01
6
AD6.2
TYP.
9
AD6.1
TYP.
13
AD6.1
13
AD6.1
13
AD6.1
13
AD6.1
BOILER / SOLAR HOT WATER TANK PAD
REFER TO PLUMBING AND SOLAR HOT WATER
DRAWINGS FOR ADDITIONAL INFORMATION
24.0" T.O.W.
GU
AR
DR
AIL
GLA
SS
GUARDRAIL
GLASS
ROOF DECK A ROOF DECK B
ROOF DECK SCREEN PER LANDSCAPE.
AREA OF REFUGE(1) 30x48 SPACE
AREA OF REFUGE(1) 30x42 SPACE
HOSE BIB
20
AD6.3
TYP.
PAVERS ON PEDESTAL SYSTEMAT ROOF DECK; SEE DETAIL AND LANDSCAPE DWGS. FOR MORE INFO.
/8 AD2.2
TYP.10
AD6.3
GU
AR
DR
AIL
GLA
SS
GUARDRAILGLASS
4'-0"
10'-0"12'-2"
10'-0"
4'-0"742 SF 748 SF
6'-0"
6'-0"
3'-0"
3'-0"
3'-0"
3'-0"
3'-0"
4'-0"
3'-0" 4'-0" 4'-0" 3'-0"
4'-0"
3'-0"
WOOD CONSTRUCTION
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.
OPENINGS
2 HOUR FIRE BARRIER
2x6 WALL NON-RATED SINGLE WALL N.R.
90 MIN.
NOTE:1. SHADED WALLS SHOWN ON SEGMENT PLANS ARE 2x6 CONSTRUCTION AND BLANK WALLS ARE 2x4 CONSTRUCTION U.N.O.
SHAFT TO CORRIODRSHAFT TO UNITSHAFT TO SHAFTUNIT TO UNIT2 HR EXTERIOR WALL
20 MIN.
2x4 WALL NON-RATED SINGLE WALL N.R.
4/ AD1.2
12/ AD1.1
4/ AD1.1
1/ AD1.4
1/ AD1.4
8/ AD1.2
12/ AD1.2
16/ AD1.2
1 HOUR FIRE PARTITION CORRIDOR TO UNITCORRIDOR TO NON-UNIT
1 HOUR FIRE BARRIER MECHANICAL SHAFT
EXTERIOR BEARING WALL PLASTER FINISH N/A
20 MIN.
10/ AD1.4
6/ AD1.4
1 HOUR FIRE PARTITION (STC 50) UNIT TO UNIT 20 MIN.8/ AD1.1
1 HOUR FIRE BARRIER 1 HR EXTERIOR WALL 10/ AD1.4 20 MIN.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A0.15
RO
OF
PLA
N
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1/8" = 1'-0"1
ROOF PLANN
STAIR 13 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 3 = 0.6"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 3 = 0.9"PROVIDED STAIR WIDTH: 44"
STAIR 23 OCCUPANTSREQUIRED DOOR WIDTH: 0.2 X 3 = 0.6"PROVIDED DOOR WIDTH: 36"REQUIRED STAIR WIDTH: 0.3 X 3 = 0.9"PROVIDED STAIR WIDTH: 44"
ROOF DECK A (R OCC.)
OCCUPANCY LOAD FACTOR 1/200PER CBC TABLE 1004.5412 / 200 = 3 OCCUPANTS
1 EXIT REQUIRED2 EXIT PROVIDED
44" STAIR WIDTH PROVIDED AT EA. EXIT STAIRWAY34" CLEAR DOOR PROVIDED AT EA. EXIT STAIRWAY
ROOF DECK B (R OCC.)
OCCUPANCY LOAD FACTOR 1/200PER CBC TABLE 1004.5426 / 200 = 3 OCCUPANTS
1 EXIT REQUIRED2 EXITS PROVIDED
44" STAIR WIDTH PROVIDED AT EA. EXIT STAIRWAY34" CLEAR DOOR PROVIDED AT EA. EXIT STAIRWAY
WALL ASSEMBLY LEGEND
FOR GENERAL NOTES, LEGEND, AND
OTHER TYPICAL INFORMATION, REFER TO SHEET A0.10
Energy Smart Tan CRRC Product ID 0674-0004
1. ALL ROOF RUNOFF TO DRAIN TO UNDERGROUND CISTERN. SEE CIVIL PLAN SHEETC4.0.
NOTES
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
REF.F.E.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
REF.
F.E
.
RE
F.
RE
F.
REF.
REF.
F.E
.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
1
1
AA
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
A.7A.7
F.2F.2
9' - 0"10' - 0"
10' - 0"
C101
LOBBY /MAIL
C102
MANAGER'SOFFICE
C105
LOUNGE2
C104
LOUNGE1 C103
OFFICE
C110
STORAGE
112
A1
113
S1b114
S1.1115
S1116
S1.1117
S1118
S1.1b
C106
STORAGE
C109
COMMUNITYROOM
S02
STAIR 2
S01
STAIR 1
C113
CORR.
C111
TRASH /RECYCLING
E01
ELEV
C107
UNISEXRR
C108
UNISEXRR
C114
UTIL.
9' - 0"
8' - 0"
10' - 0"
1
1
AA
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
A.7A.7
F.2F.2
210
S1b211
S1.1212
S1213
S1.1214
S1
215
S1.1b
216
A2209
S2
201
S1a202
S1.1(R)203
S1(R)204
S1.1(R)205
S1(R)206
S1.1a
207
A2
C205
LAUND.
208
S2a
C201
STORAGE
C207
JANITOR'SCLOSET
E01
ELEV
S01
STAIR 1
S02
STAIR 2
C202
UTIL.C203
MAINT.
C206
IDF /CLOSET
C204
T/R
8' - 0"
DROP CEILING:FINISH HEIGHT AS REFERENCED ON PLAN ABOVE FINISHED FLOOR OR STRUCTURAL SLAB, U.N.O.
CEILING APPLIED TO UNDERSIDE OF FRAMING ABOVE PER FLOOR FRAMING ASSEMBLY OR EXPOSED CONCRETE AT UNDERSIDE OF PODIUM.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A1.11
1S
T &
2N
D S
TO
RY
RC
P
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1/8" = 1'-0"1
1ST STORY1/8" = 1'-0"
22ND STORY
CEILING PLAN LEGEND
ALL FIXTURES SPECIFIED BY OWNER.1. “EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING”
2. EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL”
NOTE
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
RE
F.
RE
F.
REF.
REF.
F.E
.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
REF.
REF.
F.E
.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
RE
F.
1
1
AA
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
A.7A.7
F.2F.2
310
S1b311
S1.1312
S1313
S1.1314
S1
315
S1.1b
316
A2309
S2
301
S1a302
S1.1(R)303
S1(R)304
S1.1(R)305
S1(R)306
S1.1a
307
A2
C305
LAUN.
308
S2a
C301
STORAGE
C307
JANITOR'SCLOSET
E01
ELEV.
S01
STAIR 1
S02
STAIR 2
C302
UTIL.C303
MAINT.
C306
IDF /CLOSET
C304
T/R8' - 0"
1
1
AA
1.3
1.3
3
3
5
5
4
4
6
6
7
7
9
9
BB
CC
FF
GG
EE
2
2
8
8
DD
E.1E.1
A.7A.7
F.2F.2
410
S1b411
S1.1412
S1413
S1.1414
S1
415
S1.1b
416
A2409
S2
401
S1a402
S1.1(R)403
S1(R)404
S1.1(R)405
S1(R)406
S1.1a
407
A2
C405
LAUN.
408
S2a
C401
STORAGE
C407
JANITOR'SCLOSET
E01
ELEV.
S01
STAIR 1
S02
STAIR 2
C402
UTIL.C403
MAINT.
C406
IDF /CLOSET
C404
T/R8' - 0"
DROP CEILING:FINISH HEIGHT AS REFERENCED ON PLAN ABOVE FINISHED FLOOR OR STRUCTURAL SLAB, U.N.O.
CEILING APPLIED TO UNDERSIDE OF FRAMING ABOVE PER FLOOR FRAMING ASSEMBLY OR EXPOSED CONCRETE AT UNDERSIDE OF PODIUM.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
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As indicated
A1.12
3R
D &
4T
H S
TO
RY
RC
P
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
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#10
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NG
ELE
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6 W
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NK
BLV
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LE
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A 9
141
1
1/8" = 1'-0"1
3RD STORY1/8" = 1'-0"
24TH STORY
CEILING PLAN LEGEND
ALL FIXTURES SPECIFIED BY OWNER.1. “EXHAUST FANS SHALL BE ENERGY STAR COMPLIANT
AND BE DUCTED TO TERMINATE TO THE OUTSIDE OF THE BUILDING”
2. EXHAUST FANS, NOT FUNCTIONING AS A COMPONENT OF A WHOLE HOUSE VENTILATION SYSTEM, MUST BE CONTROLLED BY A HUMIDITY CONTROL”
NOTE
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
1.38
2
A3.10
C2C2C2C2
C112
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
12'-6"
10'-1"
10'-1"
10'-6"
2'-0"
C101
F1
F1
F1
112
31 65 14 4
77
7'-0"
CONTROL/EXPANSION JOINT
1
A2.30
1
A2.31
2
A2.30
LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)
F.D ACCESS POINT +/- 681.95
AVERAGE GRADE PLANE +/- 681.28
(<65'-0"
MA
X. H
EIG
HT
PE
R B
UIL
DIN
G C
OD
E)
45'-2"
(<46'-0"
MA
X. H
EIG
HT
PE
R Z
ON
ING
CO
DE
)
46'-0"
BU
ILD
ING
HE
IGH
T T
O S
TA
IR O
VE
RR
UN
54'-4"
CLEARANCE 8'-2"
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
1
A3.10
A.7 F.2
C3
F1
C1
C113
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
2'-0"
10'-6"
10'-1"
10'-1"
12'-6"
F1
LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)
(<46'-0"
MA
X. H
EIG
HT
PE
R Z
ON
ING
CO
DE
)
46' -
0"
11 126 1 8755 8
4' E
AS
EM
EN
T
11
AD3.2
16
AD3.2
12
AD3.2
3
AD3.2
2
AD3.2
1
AD3.2
13
AD6.1
12
AD5.1
4
AD4.3
5
AD4.3
C3
C3
F1
(<65'-0"
MA
X H
EIG
HT
PE
R B
UIL
DIN
G C
OD
E)
45' -
2"
F.D ACCESS POINT +/- 681.95
AVERAGE GRADE PLANE +/- 681.28
5
AD5.1
13
AD3.1
5
AD5.1
18
AD4.3
14
AD4.3
14
AD6.1
4
AD4.4
10
AD4.4
5
AD4.4SIM. B
UIL
DIN
G H
EIG
HT
TO
ST
AIR
OV
ER
RU
N
54'-4"
11'-0 1/4"
25% OPENING MAX.941 SF WALL AREA104 SF OPEN AREA11%
25% OPENING MAX.843 SF WALL AREA133 SF OPEN AREA16%
10
AD5.1 BURBANK BLVD.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
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authorization is strictly forbidden.
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SCALE
JOB NUMBER
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As indicated
A2.10
EX
TE
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VA
TIO
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2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
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RA
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AV
E.
#10
0,
LO
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ELE
S,
CA
900
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1453
6 W
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T B
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NK
BLV
D.
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S, C
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141
1
1. REFER TO SHEET G.30 & G.31 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO SHEET AS.20 FOR GLAZED OPENING STC RATINGS.
4. THESE PLANS SHOW UNIQUE INFORMATION AND OVERALL RELATIONSHIPS ONLY. REFER TO ENLARGED ELEVATION AND SECTION SHEETS FOR INFORMATION NOT SHOWN.
5. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
6. ALL CONTROL JOINTS AND FINISH MATERIALS SHALL WRAP AROUND CORNERS AND CONTINUE ONTO ADJACENT WALLS WHETHER SHOWN OR NOT, UNLESS NOTED OTHERWISE. PER ASTM C 1063 INSTALL CONTROL JOINTS WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.
7. PER ASTM C 1063, EXTERIOR PLASTER CONTROL JOINTS TO BE INSTALLED IN VERTICAL SURFACES EXCEEDING 144 SQUARE FEET IN AREA AND HORIZONTAL SURFACES EXCEEDING 100 SQUARE FEET IN AREA. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.
8. ALL WEEP SCREED LINES SHALL BE LEVEL AND STEP WITH ADJACENT GRADE. STEPPING OF WEEP SCREED TO OCCUR AT INSIDE CORNERS. BOTTOM EDGE OF WEEP SCREED SHALL BE INSTALLED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. NOSE OF SCREED SHALL BE PLACED 4 INCHES MINIMUM ABOVE GRADE OR 2 INCHES MINIMUM ABOVE PAVED SURFACE.
9. ALL WINDOW HEAD HEIGHTS TO BE 8’-0” ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE.
10. ALL WINDOWS TO BE RECESSED, EXCEPT AT DECKS, UNLESS NOTED OTHERWISE. REFER TO BUILDING AND UNIT PLANS FOR SPECIFIC INFORMATION.
11. FRAMING SUB-CONTRACTOR SHALL REVIEW AND COORDINATE EXTERIOR LIGHTING AND SIGNAGE LOCATIONS AND SHALL PROVIDE SOLID BLOCKING WHERE REQUIRED.
12. FAÇADE ACCESS PLAN (OPOS) SHALL BE PROVIDED BY OWNER TO COMPLY WITH OSHA REGULATIONS. THE OWNER SHALL COORDINATE AND NOTIFY THE PROJECT TEAM IF FAÇADE ACCESS REQUIREMENTS NEED TO BE SHOWN IN THESE CONSTRUCTION DOCUMENTS.
13. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
ELEVATION NOTES
KEYPLAN
1
2
1/8" = 1'-0"2
NORTH ELEVATION
1/8" = 1'-0"1
WEST ELEVATION
N
KEYNOTE
MATERIAL LEGEND
NO. MATERIAL
1 EXTERIOR CEMENT PLASTER
2 PAINTED CEMENT BOARD SIDING
3 PROCELAIN TILE
4 STOREFRONT SYSTEM
5 VINYL WINDOW
6 VINYL SLIDING GLASS DOOR
7 METAL AWNING
8 42" GUARDRAIL
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
1.3 8
2
A3.10
C1 C1 C1 C1 C1 C1
F1
F1
F1
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
2'-0"
10'-6"
10'-1"
10'-1"
12'-6"
1 1 2 16 57 8
2
A2.31
LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)
F.D ACCESS POINT +/- 681.95
AVERAGE GRADE PLANE +/- 681.28
(<65'-0"
MA
X. H
EIG
HT
PE
R B
UIL
DIN
G C
OD
E)
45'-2"
(<46'-0"
MA
X. H
EIG
HT
PE
R Z
ON
ING
CO
DE
)
46'-0"
BU
ILD
ING
HE
IGH
T T
O S
TA
IR O
VE
RR
UN
54'-4"
75% OPENING MAX.867 SF WALL AREA310 SF OPEN AREA36%
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
1
A3.10
A.7F.2
C3
F1
S021A
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
2'-0"
10'-6"
10'-1"
10'-1"
12'-6"
11 2 6 17 8
F1
5
AD4.3
12
AD5.1
4
AD4.3
11
AD4.1
2
AD6.1
3
AD6.1
13
AD6.1
ROOF ACCESS LADDER
C3
C3
F1
1
AD3.2
2
AD3.2
3
AD3.2
5
AD5.1
TYP.
13
AD3.1
13
AD4.4
14
AD4.3
17
AD6.3
C109B C109A 1
AD3.3
8
AD4.3
4
AD4.1
LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)
F.D ACCESS POINT +/- 681.95
AVERAGE GRADE PLANE +/- 681.28
(<65'-0"
MA
X. H
EIG
HT
PE
R B
UIL
DIN
G C
OD
E)
45'-2"
(<46'=
0"
MA
X. H
EIG
HT
PE
R Z
ON
ING
CO
DE
)
46'-0"
BU
ILD
ING
HE
IGH
T T
O S
TA
IR O
VE
RR
UN
54'-4"
75% OPENING MAX.398 SF WALL AREA116 SF OPEN AREA29%
25% OPENING MAX.216 SF WALL AREA18 SF OPEN AREA8%
10
AD4.2
58'-10 1
/4"
75% OPENING MAX.362 SF WALL AREA95 SF OPEN AREA27%
25% OPENING MAX.383 SF WALL AREA20 SF OPEN AREA6%
25% OPENING MAX.234 SF WALL AREA11 SF OPEN AREA5%
3
BURBANK BLVD.
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
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authorization is strictly forbidden.
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ISSUE DATE
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SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A2.11
EX
TE
RIO
R E
LE
VA
TIO
NS
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
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ING
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. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1. REFER TO SHEET G.30 & G.31 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO SHEET AS.20 FOR GLAZED OPENING STC RATINGS.
4. THESE PLANS SHOW UNIQUE INFORMATION AND OVERALL RELATIONSHIPS ONLY. REFER TO ENLARGED ELEVATION AND SECTION SHEETS FOR INFORMATION NOT SHOWN.
5. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
6. ALL CONTROL JOINTS AND FINISH MATERIALS SHALL WRAP AROUND CORNERS AND CONTINUE ONTO ADJACENT WALLS WHETHER SHOWN OR NOT, UNLESS NOTED OTHERWISE. PER ASTM C 1063 INSTALL CONTROL JOINTS WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.
7. PER ASTM C 1063, EXTERIOR PLASTER CONTROL JOINTS TO BE INSTALLED IN VERTICAL SURFACES EXCEEDING 144 SQUARE FEET IN AREA AND HORIZONTAL SURFACES EXCEEDING 100 SQUARE FEET IN AREA. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.
8. ALL WEEP SCREED LINES SHALL BE LEVEL AND STEP WITH ADJACENT GRADE. STEPPING OF WEEP SCREED TO OCCUR AT INSIDE CORNERS. BOTTOM EDGE OF WEEP SCREED SHALL BE INSTALLED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. NOSE OF SCREED SHALL BE PLACED 4 INCHES MINIMUM ABOVE GRADE OR 2 INCHES MINIMUM ABOVE PAVED SURFACE.
9. ALL WINDOW HEAD HEIGHTS TO BE 8’-0” ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE.
10. ALL WINDOWS TO BE RECESSED, EXCEPT AT DECKS, UNLESS NOTED OTHERWISE. REFER TO BUILDING AND UNIT PLANS FOR SPECIFIC INFORMATION.
11. FRAMING SUB-CONTRACTOR SHALL REVIEW AND COORDINATE EXTERIOR LIGHTING AND SIGNAGE LOCATIONS AND SHALL PROVIDE SOLID BLOCKING WHERE REQUIRED.
12. FAÇADE ACCESS PLAN (OPOS) SHALL BE PROVIDED BY OWNER TO COMPLY WITH OSHA REGULATIONS. THE OWNER SHALL COORDINATE AND NOTIFY THE PROJECT TEAM IF FAÇADE ACCESS REQUIREMENTS NEED TO BE SHOWN IN THESE CONSTRUCTION DOCUMENTS.
13. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
ELEVATION NOTES
2
1
1/8" = 1'-0"2
SOUTH ELEVATION
1/8" = 1'-0"1
EAST ELEVATIONN
KEYNOTE
MATERIAL LEGEND
NO. MATERIAL
1 EXTERIOR CEMENT PLASTER
2 PAINTED CEMENT BOARD SIDING
3 PROCELAIN TILE
4 STOREFRONT SYSTEM
5 VINYL WINDOW
6 VINYL SLIDING GLASS DOOR
7 METAL AWNING
8 42" GUARDRAIL
KEYPLAN
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
3
A2.30
2 1
1
5
AD5.1
5
AD3.2
6
AD3.2
7
AD3.2
12
AD5.1
3
AD6.1
14
AD4.4
SIM.
CLEARANCE 8'-2"
AB A.7
401
S1a
301
S1a
201
S1a
1
A5.13
B005
MPOE
2.08%
12
AD5.1
9
AD6.1
TYP.13
AD6.1
2
AD2.2
7
AD2.2
1
AD2.2
2
AD2.2
TYP.6
AD6.2
14
AD5.1
TYP.16
AD4.4
6
AD4.4
7
AD8.1
BELOW GRADEWATERPROOFING
4
A2.30
4
AD3.3
2
AD6.1
4
AD4.3
4
AD4.1
9
AD4.3
7
AD3.3
6
AD3.3
8
AD3.3
A.7
403
S1(R)
303
S1(R)
203
S1(R)
C101
LOBBY /MAIL
12
AD4.4
4'-0"
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
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TR
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This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
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ISSUE DATE
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SCALE
JOB NUMBER
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1/4" = 1'-0"
A2.30
EN
LA
RG
ED
EX
TE
RIO
RE
LE
VA
TIO
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AN
D W
AL
LS
EC
TIO
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2018-109
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RA
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AV
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#10
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LO
S A
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ELE
S,
CA
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1
WALL SECTION NOTES
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO SHEET G.11 FOR SYMBOLS AND ABBREVIATIONS.
3. THE PURPOSE OF THESE WALL SECTIONS IS TO SHOW VERTICAL DIMENSIONS AND THE RELATIONSHIP OF BUILDING COMPONENTS. REFER TO DETAILS NOTED FOR CONSTRUCTION ASSEMBLIES.
4. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
5. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO SHEET AS.20 FOR GLAZED OPENING STC RATINGS.
4. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
5. ALL CONTROL JOINTS AND FINISH MATERIALS SHALL WRAP AROUND CORNERS AND CONTINUE ONTO ADJACENT WALLS WHETHER SHOWN OR NOT, UNLESS NOTED OTHERWISE. PER ASTM C 1063 INSTALL CONTROL JOINTS WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.
6. PER ASTM C 1063, EXTERIOR PLASTER CONTROL JOINTS TO BE INSTALLED IN VERTICAL SURFACES EXCEEDING 144 SQUARE FEET IN AREA AND HORIZONTAL SURFACES EXCEEDING 100 SQUARE FEET IN AREA. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.
7. ALL WEEP SCREED LINES SHALL BE LEVEL AND STEP WITH ADJACENT GRADE. STEPPING OF WEEP SCREED TO OCCUR AT INSIDE CORNERS. BOTTOM EDGE OF WEEP SCREED SHALL BE INSTALLED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. NOSE OF SCREED SHALL BE PLACED 4 INCHES MINIMUM ABOVE GRADE OR 2 INCHES MINIMUM ABOVE PAVED SURFACE.
8. ALL WINDOW HEAD HEIGHTS TO BE 8’-0” ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE.
9. ALL WINDOWS TO BE RECESSED, EXCEPT AT DECKS, UNLESS NOTED OTHERWISE. REFER TO BUILDING AND UNIT PLANS FOR SPECIFIC INFORMATION.
10. FRAMING SUB-CONTRACTOR SHALL REVIEW AND COORDINATE EXTERIOR LIGHTING AND SIGNAGE LOCATIONS AND SHALL PROVIDE SOLID BLOCKING WHERE REQUIRED.
11. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
ENLARGED ELEVATION NOTES
1/4" = 1'-0"1
ENLARGED NORTH ELEVATION - GARAGE ENTRY1/4" = 1'-0"
3ENLARGED SECTION - GARAGE ENTRY
1/4" = 1'-0"2
ENLARGED NORTH ELEVATION -COMMUNITY ROOM ENTRY
1/4" = 1'-0"4
ENLARGED SECTION -COMMUNITY ROOM ENTRY
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
4
A2.312 1
1
5
AD5.1
1
AD3.2
2
AD3.2
5
AD3.2
6
AD3.2
7
AD3.2
17
AD4.3
5
AD4.3
4
AD3.2
14
AD4.3
20
AD6.2
15
AD4.3
4
AD4.4
F F.2
415
S1.1b
315
S1.1b
215
S1.1b
118
S1.1b
S03
BASEMENTPARKING
2.63%
12
AD5.1
7
AD2.2
13
AD6.1
1
AD2.2
2
AD2.2
1'-1"
1'-0"
8
AD5.1
1
AD5.1
17
AD4.3
4
AD3.2
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
3
A2.31
21
3
8
AD3.3
7
AD3.3
4
AD4.3
13
AD6.1
3
AD6.1
6
AD3.3
5
AD4.3
9
AD4.3
A.7
406
S1.1a
306
S1.1a
206
S1.1a
C105
LOUNGE2
S03
BASEMENTPARKING
2.07%
TYP.16
AD4.4
12
AD5.1
2
AD2.2
8
AD3.3
8
AD4.4
1
AD2.2
7
AD2.2
16
AD5.1
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
1/4" = 1'-0"
A2.31
EN
LA
RG
ED
EX
TE
RIO
RE
LE
VA
TIO
NS
AN
D W
AL
LS
EC
TIO
NS
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
WALL SECTION NOTES
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO SHEET G.11 FOR SYMBOLS AND ABBREVIATIONS.
3. THE PURPOSE OF THESE WALL SECTIONS IS TO SHOW VERTICAL DIMENSIONS AND THE RELATIONSHIP OF BUILDING COMPONENTS. REFER TO DETAILS NOTED FOR CONSTRUCTION ASSEMBLIES.
4. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
5. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
1. REFER TO SHEET G.30 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. REFER TO SHEET AS.20 FOR GLAZED OPENING STC RATINGS.
4. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
5. ALL CONTROL JOINTS AND FINISH MATERIALS SHALL WRAP AROUND CORNERS AND CONTINUE ONTO ADJACENT WALLS WHETHER SHOWN OR NOT, UNLESS NOTED OTHERWISE. PER ASTM C 1063 INSTALL CONTROL JOINTS WHERE AN EXPANSION JOINT OCCURS IN THE BASE EXTERIOR WALL. INSTALL CONTROL JOINTS WHERE CEILING FRAMING OR FURRING CHANGES DIRECTION.
6. PER ASTM C 1063, EXTERIOR PLASTER CONTROL JOINTS TO BE INSTALLED IN VERTICAL SURFACES EXCEEDING 144 SQUARE FEET IN AREA AND HORIZONTAL SURFACES EXCEEDING 100 SQUARE FEET IN AREA. DISTANCE BETWEEN CONTROL JOINTS SHALL NOT EXCEED 18 FEET IN EITHER DIRECTION OR A LENGTH-TO-WIDTH RATIO OF 2.5 TO 1.
7. ALL WEEP SCREED LINES SHALL BE LEVEL AND STEP WITH ADJACENT GRADE. STEPPING OF WEEP SCREED TO OCCUR AT INSIDE CORNERS. BOTTOM EDGE OF WEEP SCREED SHALL BE INSTALLED NOT LESS THAN 1 INCH BELOW THE JOINT FORMED BY THE FOUNDATION AND FRAMING. NOSE OF SCREED SHALL BE PLACED 4 INCHES MINIMUM ABOVE GRADE OR 2 INCHES MINIMUM ABOVE PAVED SURFACE.
8. ALL WINDOW HEAD HEIGHTS TO BE 8’-0” ABOVE FINISH FLOOR, UNLESS NOTED OTHERWISE.
9. ALL WINDOWS TO BE RECESSED, EXCEPT AT DECKS, UNLESS NOTED OTHERWISE. REFER TO BUILDING AND UNIT PLANS FOR SPECIFIC INFORMATION.
10. FRAMING SUB-CONTRACTOR SHALL REVIEW AND COORDINATE EXTERIOR LIGHTING AND SIGNAGE LOCATIONS AND SHALL PROVIDE SOLID BLOCKING WHERE REQUIRED.
11. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
ENLARGED ELEVATION NOTES
1/4" = 1'-0"2
ENLARGED SOUTH ELEVATION1/4" = 1'-0"
4
ENLARGED SECTION -SOUTH
1/4" = 1'-0"1
ENLARGED NORTH ELEVATION - RES. SERVICES1/4" = 1'-0"
3
ENLARGED SECTION -RES. SERVICES
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
670.85'
BASEMENTT.O. SLAB
2'-0"
12'-6"
11'-0"
(<46'-0"
MA
X. H
EIG
HT
PE
R Z
ON
ING
CO
DE
)
46' -
0"
C109
COMMUNITYROOM
C305
LAUN.
C205
LAUND.
112
A1
209
S2
309
S2
409
S2416
A2
316
A2
216
A2
B001
ELEC.
RAMP
AVERAGE GRADE PLANE: +/- 681.28
LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)
F.D. ACCESS POINT: +/- 681.95
(<65'-0"
MA
X. H
EIG
HT
PE
R B
LD
G. C
OD
E)
45'-2"
2
A3.10
1
A5.13
1
A5.10
10'-6"
10'-1"
10'-1"
S03
BASEMENTPARKING
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
C405
LAUN.
E01
ELEV.
C113
CORR.
5'-0"
12
AD5.1
C200
CORR.
C300
CORR.
C400
CORR.
10
AD5.1
10
AD4.4
11
AD8.1
12
AD8.1 14
AD4.0
6
AD4.0
6
AD4.0
R-19 INSULATION
R-19 INSULATION
R-30 INSULATION
R-13 INSULATION
BELOW GRADE WATERPROOFINGBELOW GRADE WATERPROOFING
58'-9 3
1/3
2"
1'-6"
42" MIN. GUARDRAIL FOR FALL PROTECTION, A.F.F.
694.35'
2ND STORYT.O. CONC.
704.43'
3RD STORYT.O. SHT'G.
714.52'
4TH STORYT.O. SHT'G.
725.02'
ROOF
727.02'
TOP OF PARAPET
681.85'
1ST STORYT.O. SLAB
670.85'
BASEMENTT.O. SLAB
1
A3.10
C101
LOBBY /MAIL
C104
LOUNGE1
C109
COMMUNITYROOM
416
A2407
A2404
S1.1(R)
304
S1.1(R)307
A2316
A2
216
A2207
A2204
S1.1(R)
2'-0"
12'-6"
11'-0"
(<46'-0"
MA
X. H
EIG
HT
PE
R Z
ON
ING
CO
DE
)
46' -
0"
117
S1
214
S1
314
S1
414
S1CORR.
CORR.
CORR.
CORR.
CORR.
CORR.
CORR.
AVERAGE GRADE PLANE: +/- 681.28
LOWEST ELEVATION: +/- 681.14(5' FROM BUILDING PERIMETER PER ZONING)
F.D. ACCESS POINT: +/- 681.95
(<65'-0"
MA
X. H
EIG
HT
PE
R B
LD
G. C
OD
E)
45'-2"
(BU
ILD
ING
HE
IGH
T T
O S
TA
IR O
VE
RR
UN
)
55' -
2"
10'-6"
10'-1"
10'-1"
S03
BASEMENTPARKING
PR
OP
ER
TY
LIN
E
PR
OP
ER
TY
LIN
E
12
AD5.1
1
AD2.2
2
AD2.2
8
AD3.3
6
AD6.2
TYP.
13
AD6.1
7
AD2.2
6
AD3.1
16
AD1.24
AD1.1
+/-
7'-5"
8
AD2.2@ ROOF DECK
12
AD4.4
20
AD4.0
6
AD4.0
6
AD4.0
18
AD4.0
10'-7" 4'-7"
R-30 INSULATION
R-19 INSULATION
R-21 INSULATION
R-19 INSULATION
R-19 INSULATION
R-13 INSUALTION
R-21 INSULATION
BELOW GRADE WATERPROOFING
BELOWGRADE WATERPROOFING
8'-3 1
/8"
1'-6"
42" MIN. GUARDRAIL FOR FALL PROTECTION, A.F.F.
BURBANK BLVD.
1 1
2
2
A R C H I T E C T S
THIS SET OF CONSTRUCTIONDOCUMENTS HAS BEENPREPARED FOR THE CONSTRUCTION OF ANAPARTMENT PROJECT.
NO
T F
OR
CO
NS
TR
UC
TIO
N
This document is the property of TCA Architects, Inc. ©2019 Any use of this document without TCA
authorization is strictly forbidden.
DR
AW
ING
CO
NT
EN
TS
ISSUE DATE
ISSUED AS
SCALE
JOB NUMBER
LOS ANGELES | IRVINE | OAKLAND
As indicated
A3.10
OV
ER
AL
L B
UIL
DIN
GS
EC
TIO
NS
2018-109
100% CD PROGRESS/ PRICING SET
09/25/2020
SH
ER
MA
N O
AK
S S
EN
IOR
HO
US
ING
ME
RC
Y H
OU
SIN
G15
00 S
. G
RA
ND
AV
E.
#10
0,
LO
S A
NG
ELE
S,
CA
900
15
1453
6 W
ES
T B
UR
BA
NK
BLV
D.
LOS
AN
GE
LE
S, C
A 9
141
1
1. REFER TO SHEET G.30 & G.31 FOR APPLICABLE GENERAL NOTES.
2. REFER TO COVER SHEET FOR SYMBOLS AND ABBREVIATIONS.
3. THE PURPOSE OF THESE OVERALL SECTIONS IS TO SHOW VERTICAL DIMENSIONS AND THE RELATIONSHIP OF BUILDING COMPONENTS. REFER TO DETAILS NOTED FOR CONSTRUCTION ASSEMBLIES.
4. REFER TO MECHANICAL, PLUMBING, ELECTRICAL, AND STRUCTURAL DRAWINGS FOR ADDITIONAL INFORMATION.
5. CONTRACTOR IS RESPONSIBLE FOR BRINGING ANY CONFLICTS AND/OR DISCREPANCIES TO THE ATTENTION OF THE ARCHITECT.
SECTION NOTES
KEYNOTE
1/8" = 1'-0"1
BUILDING SECTION A-A
1/8" = 1'-0"2
BUILDING SECTION B-B
N
RE
VIS
ION
DE
SC
RIP
TIO
ND
AT
E